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Printed by : Ethan Dehnavi <br />ISAT JOB # : <br />235191 <br />SEISMIC/WIND CALCULATION WORKSHEET <br />DATE: <br />9/12/2023 <br />TOTAL SUPPORT <br />14848 Northam Street, La Mirada, CA 90638 ENGR.: <br />ED <br />A Division of Tomarco Contractor Specialties <br />Phone (877) 999-4728 Fax (714) 523-0845 ACCO ENGINEERED SYS <br />EQUIPMENT TAG: AC- OPTION 2 (UNIT SCREWED TO ADAPTER VIA. CLIP) EVERETT MALL <br />9 GOVERNING LOADS (ASD) <br />F.ph = [SEIS] 523 Ib <br />F.w.xx = [SEIS] 523 Ib <br />10 CALCULATE PULLOUT LOAD DUE TO OVERTURNING (WORST CASE) <br />1 <br />LEGEND <br />Fyy <br />1 <br />Fxx + FORCES <br />= UPLIFT <br />0' Fres <br />Fres <br />1, 1. <br />L1 <br />L <br />B1 <br />B <br />CASE 1: OVERTURNING ABOUT X-X CASE 2: OVERTURNING ABOUT Y-Y <br />SEISMIC <br />WIND <br />TENSION ON ANCHOR ACROSS LENGTH: <br />T, _ (Hog x F.yy) / (L1 x Q) = 115 Ib <br />55 Ib <br />TENSION ON ANCHOR ACROSS DEPTH: <br />T2 = (H, x F,,x) / (131 x R) = 126 Ib <br />71 Ib <br />VERT. RCTN. AT ANCHOR DUE TO UPLIFT - DL : <br />T3 = (Fres) / N = .51 Ib (IF POSITIVE, UPLIFT) <br />-3 Ib (IF POSITIVE, <br />UPLIFT) <br />TOTAL PULLOUT LOAD / ANCHOR: <br />TNET = [MAX(T1,T2) + T3] = 75 Ib TNET = [MAX(T1,T2) + T3] = <br />68 Ib <br />11 CALCULATE SHEAR LOAD <br />SEISMIC WIND <br />MAX SHEAR / ANCHOR: V.anchor= Fp / N = <br />131 Ib V.anchor= Fp / N = 74 Ib <br />12 ISOLATOR MOMENT (IGNORE IF ISOLATOR NOT BEING USED) <br />ISOLATOR HEIGHT = 0.00 in <br />MOMENT ON ISOLATOR: SEISMIC M.iso= <br />0 Ib-in <br />WIND M,iso= <br />0 Ib-in <br />13 SUMMARY OF LOADS (ASD) <br />SEISMIC CASE LOADING: <br />WIND CASE LOADING: <br />TENSION = 75 Ib (IF POSITIVE, UPLIFT OCCURS) TENSION = 68 Ib (IF POSITIVE, UPLIFT OCCURS) <br />SHEAR = 131 Ib <br />SHEAR = 74 Ib <br />M.Iso= 0 Ib-in <br />M.;so= 0 Ib-in <br />14 CHECKANCHORAGE <br />SEE NEXT SHEET FOR CLIP CHECK <br />Page 15 of 29 <br />